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HomeMy WebLinkAboutBuilding Plans■ A T z Y s 9 a� t*: I 1 i I 430 CCULVEFi � _ � � n... o Tel= (321) 733-7092 FeLx: (321) 733-7972 STATE OF FLORIDA DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: , -FIARIDA H min CODE, RESIDENTIAL, 7TH EDITION (2020) -ALL LOCAL AND STATE CODES R HORTON HOMES -OCCUPANCY - RESIDENTIAL, GROUP R3 1430 CULVER DRIVE NE -CONSTRUCTION TYPE -MIN. INTERIOR FINISH - VB - CLASS B PALM BAY FL 32907 ®BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH TEL: (321) 733-7092 -EXPOSURE - C FAX: (321) 733-7972 -1-STORY RESIDENCE -2-STORY RESIDENCE - - MAX.DHE AS ER LOCAL EHCODES ® STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY AlA, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKESNO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO Rl HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ,MN':iTRITC:TTON BASED ON THE DRAWING SET. • CALC.IS LIVING GARAGE ENTRY LANAI IS* SQ. FT. 430 SQ. FT. 16 SQ. FT. 80 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME 164i7fo CU. FT. VN ABBREVIATIONS REVISIONS DESCRIPTION_ CD1$ 1551D - — -- .4aV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM.` :LUMINOUS DATE 01/2648 ADS ALT. ADJUSTABLE ALTERNATES M.C.. MFR. MEDICINE CABINET MANUFACTURER. 0145/18 2011 FBC.UPDATE AMP BD. AMPERAGE BOARD MIN. M.T. MINIMUM METAL THRESHOLD 014648 COS W-16WED CL CAB CENTER LINE CABINET MTD.. MTL. MOUNTED METAL I 02/21AB - SIDING ELEVATIONS ADDED _ 03n6/18 CD�S. �-ISSUED CLG CLR CEILING CLEAR N.T.S. O.C. :NOT TO (SCALE ON CENTER 04/10/10 FOOTING REVISION "PER M. BOWES CONC. CONCRETE PL PROPERTY LINE CPT C T CARPET CERAMIC TILE P.B. PH. PUSH BUTTON PHONE 06/I1A8 COS ' E-16WED D. DBL. DRYER DOUBLE PLT. PLYWD. PLATE PLYWOOD 02/19A9 ADDED CURBLESS FOOTER AT GARAGE DETAIL (FORT MYERS) — D.G.DUALGLA7ED DIA DIAMETER PR. P.T. PAIR PRESSURE TREATED 02/22A9 PLAN MAINTENANCE 03/28119 REVISED LINTEL SITE AT FRONT ENTRY DOOR DIM DISP DIMENSION DISPOSAL R. RAD. RISER RADIUS 04124413 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MEI DP. DR D.S.DOWNSPOUT DEEP DOOR R.A.G. REF. RM. .RETURN AIR GRILL REFRIGERATOR ROOM 04/24/15 REVISED HVAC VOLUMES ON SQFT CALC SCHEDULE (MELB.) DTL D.W. DETAIL DISHWASHER R.O. S.C. ROUGH (OPENING SOLID CORE EXT DR 06,112,119 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/S1JA (ORL) _ EA ELEV. EACH ELEVATION S.D. S I. SMOKE DETECTOR SINGLE HUNG _ 06MA9 ADDED LED LIGHTS o KITCHEN 4 BATH PER MARK 50WF-S OT/18A9 ADDED STONE OPTION ELEVATION C t D (TAMPA) EQ. EXH. EQUAL EXHAUST SHT. SHTHG. SHEET SHEATHING 09AIA9 ELEVATION Y3' SID.ING-ADDED LOUVER a GABLE ROOF EXT. EXTERIOR SHWR. SHOWLR F G/FX'. F G FIXED GLASS FUEL GAS SIM. SL. SIMILAR SLIDING 10/25/19 ADDED OPT. W-O' CEILING HEIGHTS FIN FLR. FINISH FLOOR SL. GL. STD. SLIDING GLASS STANDARD 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 04/01/20 _ REVISE ENKAVENT RADON PLAN DIMENSIONS FLUOR' FR. DR. FLUORESCENT FRENCH DOOR SWS SHEAR WALL SECTION 04/09n0 OPT..B'_O' CLG. HGT.- ADDED LED LIG14T IN FOYER — FTG GA GAR DISP. G.F.I. FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER TEMP. THK. T.O.C. T.O.P. . T.O.S. TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB - 04/09/i® I OPT. V-0' Cl HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY 05/06/20 -- ADDED ELEVATIONS.'L' E 'M' (OR..) ' GL GYP BD. GLASS GYPSUM BOARD TYP. U.N.O. TYPICAL. UNLESS NOTED 01/15/20 ADDED ELEVATIONS 't0G'-'MH'-1MS' (ORL) H B B.C.HOLLOW HOSE BIB CORE V.P. OTHERWISE VAPOR PROOF 01/01/21 2020 FBC UPDATE — HDR HEADER W. WASHER HGr OR HT HEIGHT W7 WITH __ INSUL. INSULATION WD. WOOD TNT. INTERIOR WDW. WINDOW W/H W.I. WATER HEATER WROUGHT IRON --- fl -------__ - 1 INDEX OF DRAWINGS ARCHITECTURAL SHEET PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG AW-ELEVATION "C" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Ml-MECHANICAL PLAN PG D1-DETAILS PG D'2-DETAILS PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL" ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PIG WA4-NOT USED PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS sa STRUCTURAL SHEET # PG Sl-FOUNDATION PLAN PG S1.1A--DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PIG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN' PG S3.1A-DETAILS PG S3.1B-DETAILS PG SSAC-DETAILS PG SNI-DETAILS DESCRIPTION Reviewed for Code ED Compliance Universal Engineering Sciences DESCRIPTIO 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802 3591 www.abdesigngroup.com AA #: 0003325 SUDDIV. & LoO n CREEKSIDE PHASE 2 LOT #108 04321.201 /106K1 4EBB "1828-CALI" SWING: LEFTx I PAGE: t COVER SKEET 160 MI'H EXP. l; , ARCHITECT- STATE OF FLl /-TH8- -421 WCHAEL I,. ANDERSON A13 NIIC 17305 02 17 21 DATE: SCALE: 1/4"=1'-01, SHEET CI n c. GENERAL NOTES SrIE WORK TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) REPORT FOR SPECIFIC DESIGN REQUIREMENTS IF REQUIRED BY BUILDING DEPARTMENT), 1. REFER TO THE SOILS REPO ( ) 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 7th EDITION, (2020), ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER � 2, REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) FBCR 7TH EDITION 2020 UNO. ( ) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2. I REGIONS ALL EXTERIOR WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS DRAWINGS S HALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: I STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESIST ANT GLASS. THESE OPENING PROTECTIONS SW ILL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: INATIONAL: DESIGN STANDARDS. FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 12014) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK 1 ARCHITECT. E. APA -THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN/2THE HORIZONTAL F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO TREATY NTION: .. r ,.;.. 2, ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL CONCRETE OR MASONRY MUST BE PRESSURE TREATED.. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 1 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE 1! AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE 3. MINIMUM NAILING PER CHAPTER 6 WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AN TOR' _ BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5 THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES 6 COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. H BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED OR THE FAILURE OF THE CODES 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1, E VE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) DO NOT UNTIL SLABS HAV 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR' 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8 EXCAVATIONS TO BE A MINIMUM OF 3- 0 BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE PLUMBNIG 1_ SANITARY LINES SHA LL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS, 2. WATER SUPPLYLINE S SHALL BE CPVOOR UPONOR PEX "A" (CROSS LINKED POLYETHYLENE) WITH F1960 FITTINGS. I. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH '/i' AMAFLEX. 8. CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH THE CONTRACTOR SHALL MAKE NO STRUCTURALR EE 10 CONTRACTOR Is To VERIFY THE ELEVATION of THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES, 6. NO VENT STACKS S ALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES: 7. SIZE AND LOCATIO OF CLEANOUTS`SHALL CONFORM TO FBCR SECTION P3005.2, GARAGES AND CARPORTS 11 SWIMMING POOL, DECK SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SI IES SHALL CONFORM TO FBCR SECTION P2903: 1. GARAGE DOOR DRAWING. 9. THE PLUMBER IS TC DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET 10. DRILLING & NOTCHII IG OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTIONP2603.2. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12., TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION _EXiEIVORWALL CMUNGS LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR WALLCOVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR 2 USED FORSLEEPING DIRECTLY INTO A ROOM US PRIVATE GARAGE DIREC 0 N FROM A PRI G R 2. .1:OPEN1 OPENINGS 0 A PER SECTION 30 5 S BE ISSUED THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE -0F COMPLIANCE SHALL SSU 0 THE. WALLS FOR COMPONENTS MODIFIED BY FBCR AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MOD ED C PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH, THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE'STEEL DOORS NOT LESS "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. 1-3/8 INCHES THICK, OR 20 MINUTE FIRE -RATED DOORS. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXTERIOR F11IISNE8 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING: THE AGRICULTURE AND CONSUMER SERVICES." 1 WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS ( 0.48 MM ) DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO 26 GAGE SHEET STEEL 1" MIN. RIG D APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO HE THAN 2 COATS; 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE. 2. STUCCO OR PORTL ND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, A5 M-C1063-19a & ASTM•C1787. 4. AS PER SECTION R302.6 & TABLE R302.6; THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC ARE B Y NOT 3. LATH ACCE�ORIE S T APPLICATION N DIN B T NOT LIMITED T0: PER ATM C 1063-19a & R703.7.1. ALL STUCCODETAILS, INCLUDING G U S LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE ALL ST UCC 0 CONTROL JOINTS KICK -OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. "L" FLASHI G HORIZONTAL LATH AND PAPER DETAILS WHERE THE SEPARATION IS AFLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSC BE PIPE PENETRATION DETAILS VENT PENETRATION DETAILS PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. -- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS CASING BE AD DETAILS DRIP EDGE DETAILS " CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW F ASHING DETAILS 4. ' INSTALLED BE HALL IN S S TM- PER A 063 -19a AND R703.7. S C1 FIRE RESISTANT CONStRUCTWN UNDER STAIR PROTECTION: 1. ENCLOSED ACCES ISLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD.R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) CONSWRUCTION OBSE A110N CONSTRUCTION OBSERVATION SERViGES/ CONSTRUCTION ADMINISTRATION SERVICES ARE 'NOTA PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONT GTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. Reviewed for Code ® Compliance universal Engineering Sciences .�- CONTROL DATE: 12/10/20 (RM) a�tea. UHDIV. & LOT: CREEKSIDE PHASE 2 LOT #108 4EBB "1828-CALI" GARAGE SWING: LEFT GE: GENERAL l: NOTES 6C MPH EXP. C ARCHITECT: STATE OF FLORID=. I, -FER 2-2 2021 MICHAEL C. ANDENO; i7 �. AR NO 17305 �PFiINT 02 17 21 DATE: / SCALE: 1/4,,_10-0" SHEET j G GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATAGORY� SUBJEGt TO DAMAGE FROM WINTER DESIGN t=MP• ICE BARRIER UNDERiLAYMENT IEDUIIR=D" FLOOD HAZARDS° F IR EZRJG EX' MEAN ANUAL TEMPI SPEED (MPH) TOPOGRAPHIC EFFECTS" WEATHERINCrt FR06t LINE DEPFH"' TEF411TE NA ISO C NA NEGLI&ABLE NA VERY HEAVY 42 NA SEE SURVEY A NA aME SFWEAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE Ih CORDANCE WITH SECTION MC R302.9.1 THROUGH F5C R302.9.4 VIE SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN CORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10.5 1-1' - 41' 12' -811 0 ❑� (2) 3052 5 H m I i= To � 0� 61rq LU 0 39'-B�I 101 _ 01 ---- — — — — -- _F] FIL 2-1 0" 10 -0 COVe LANAI © 6068 S.Gi:). I [� (2) 3052-6I4 --- la i0 10'-4° . To � 0� 61rq LU 0 39'-B�I 101 _ 01 ---- — — — — -- _F] FIL 2-1 0" 10 -0 COVe LANAI © 6068 S.Gi:). I [� (2) 3052-6I4 --- la i0 10'-4° . DINING a LMG BEDROOM #1 ROOM �_ 8 CLCL 81-8' CLG 2X8 r v i <AI 0 s 81.011 4 8i ?is 1'-10"I rry 611V 41_411 V11_51 N 6'-1i N Nil I C_ V. 'Y ? 14 rn —IR-1 I — — — — — — — — — — — — — — — — — — BATH#1 j Ij V. B -8 CLCa 36 x60 SHWR. PAN �� V IC 0 I - =-- iJWL) --- n--- -� ENCL - _ J I . isep,jR-1S1 4 21 81ii 31 0111 IM u---—A 88, cLG8'-8 CLC 2-S 5 Sa / 1 011 1V 2'-4° LL= -_� 61 b36 RANGE PAN. tp Al 011u - � `� _ � BEDR �M #4 % �+----j �a ARCH V 3-SH vl> V. 1 IC' - co I I � 'cs N d) 8'0tl _� II'-811 3'-6" <r 2'-8" rnlll �O 1 �Ilr ❑3 r--� R A 411 II _ BED 80i - I i� \� I I M a'� F r 22'x54—, i I ATTIC I L ACCESS J 5OLLARD AS REQ. PER BLDG. CODE 8GGE -81CLG. H #2 1 rn OYER i 30r68 12 2)a'-am ,9 BIDROOM N 36'X12° G—❑- 8'-V C6 TRANS. 5 1/2" 3 51 5 1/2" ENTRY V-8' CLG. `a ARCH v �I (2) 3052-SH 161-01Xl'-01O.H.P. _ 2❑ EGRESS --------------------Lai 2 -8' 6'-011 V all 3'-10' 10'-2'I 21'-411 41_41= 14'-0' 31-511 L 'all SQ.FT. CALL. S LIVI% GARAGE ENTRY LANAI 1516 SQ. FT. 430 SQ. FT. I6 SQ. FT. 80 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME 164-b CU. FT. •r r r ► rr r rr: AND TYPE FOOTAGE ZONE 160 WH WIND NO f;BIIARCB MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR, MIN. CRITERIA CRITERIA 41 5 31/-39 8010 O.H.D. 56 5 29.1/-31.3 �l SOFFIT N/A 5 31.6/-38.8 '1 BASIC WIND SPEED MPH = 160 Ill INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3 L RES HAVE BEEN MODIFIED PER FBCR 7TH ED. SECTION R301.2.1 TO MEET TESTED ALLOWABLE INAL WIND LOAD VALUES FROM THE PRODUCT CTURER. CONTROL. DATE OM21 (\V l 4 u DBL. TOP PLATE t; u SCALE: 114' = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS 5ETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH SOLID WOOD DO RS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEY OM5-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 mm) THICK, OR 0-MINUTE FIRE -RATED DOORS. � - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY Q DOOR TO ESE EGRESS POINT WHEN THE HOME IS SHUTTERED. Q - REFER TO 51 DETAILS FOR EUCKING AND RO NOTES. -FRAMED WALL SEPARATION 5ETWE N THE UNCONDITIONED u GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. Q -CEILING R VALUE TO .5E R-30 INSULATION ABOVE CONDITIONED F SPACE. Q -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED 5Y THE wvAC CONTRACTOR AND ARE OF THEIR Q CLOSEST ALLOWASLE SOFTWARE TO ERANCES. l -OPENING INFORMATION 5ELOW IS p RECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED 5Y THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS r OPENING ovEwANG SEPARATION. U-VALUE swxc I 41-10' 0'-4' 32 25 F21 1'-0. 4'-8' 35 29' 131 1'-0' 0'-9. 35 .2% 141 1'-0' 01-9' 35 29.. 5 1'-0' 01-9' 35 29 —jr.1 9'-0' 1'-4- 83 32 -1 1'-0' 0-9' 1 35 .2 8 I'-0' 0'-9' 36 79` BAR DETAIL A SCALE: ' ARCH DTL. SCALE: 1/2 = 1'-0' i Reviewed for Code Compliance Universal Engineering 91 Sciences b 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 wzvw. a bdesi gngrou p.00m AA #: 0003325 i ac FP l F k; O w e '::'' k.. SvBDIV. 8a ice` b CREEKSIDE PHASE 2 LOT #108 PROJECTS 04321.201 108R1 MODEL• 4EBB %8�8-CALI GARAll SWING: LEFT l "£'1AGE: � y � I I FLOOR PLAN 160 -MM Ex C �v yti 1� EQUAL EQUAL --TO _TO CONTROL JOINT -TO CONTROL JOINT 12 4' FREIZE SAND OPT. COACH LIGHT II vr� 7 0 ii oilm A E4aU L EQ UAL TO ONTROL JOIN TO CONTROL JOIN SHINGLE ROOF DECORATIVE FOAM DRAIN TILES 6 6' RAISED 1 15 ELAND CTYP.J WAI A _ 8 _S' SRC. H4GT. - _011 4 I I 16'X60' FYPON WA1 DECORATIVE I ff 4��B SHUTTERS OR A QUIVALENT L ITY .- ' 4 .RAISED r BAND CTYll 00'-0" FIN. FLR ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER F15CR 103A 1�6 OFF RIDGE VENT 12 _ 6� LIE A V-8" 5RS. HGT. — ---------- --- ----- --- l- II ICi I I 45 V I V r I I 'fYP O'-O" FIN. F-R.----------- — - — - — - — - - - 81_gll BRCS. NCnT.� -- 1'-O 0'-0" FIN. FLR.s_ _ I I 45 A II II 0'-0" FIN. FLR. OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE T I�6 �I 45 ITyp. IREA]R ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH 12 6 12 11E6 - — - — - — - - — - — - - — OII II v A r TYP. I I r er I I — — — — — — — — — — — — — — — — — — - — T — — .. — — — — _— IR GH[T ELEVATION SC E: 1/4 = 1'-0' TEXTURED FINISH 5RG. 8� ' Vd 5RG, HG7. T I Oil T T S O' 011 FIN. FLR. L 5RG. HGT. II_m„ 4B A TYP. II _OI_0" FIN. FLR. Reviewed for Code 91 Compliance Universal Engineering Sciences O MODEL 18Z8-CALI-4EB8 REA,OF ATTIC = 2450 SQ. FT. ET FREE VENTILATION AREA EQUIRED 1/ 300: EQUIRED VENTILATION AREA - 2450 /300 = 8,17 SQ. FT. 8.17 1176 SQ. IN. MIN. REQUIRED VENTI LATION - AX 1176 N UPPER PORTION QF ATTIC - 470.4 SQ. IN. , (BALANCE TO BE PROVIDED IN SOFFiTVENTS) FF RIDGE VEN`�ILATION;AREA - 138 SQ- IN- PER VENT (net free area) OTAL # OF VENTS REQUIRED _ 3.41 OTAL # OF VENTS PROVIDED 4 OFPITVENTILATION AREA 7 SQJN.PER LINEAR FT('netfree area) (NEAR FEET OFSOFFIT REQUIRI 67.20: 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 =0 mom OW 5 3 P WAWA �\ ram. \ a \ " \\\ w a P�FT4, �4..�. SUB717. & CREEKSIDE PHASE 2 LOT #108 PROJECT# 04321.201 108R1 MODEL: 4EBB "1828--CALI 8' _ RAGE SWING: LEFT PAGE: ELEVATION 'T 160 MPH EXP. ARCHrrECT- STATE OF FLORIDA II FEB -2.2 2021 1AAEL C. ANDERSON AR NO 17305 "'PRINT DATE: 02/17/21 SCALE: 1/4"=1' 0' r F�iiir 2 C 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 =0 mom OW 5 3 P WAWA �\ ram. \ a \ " \\\ w a P�FT4, �4..�. SUB717. & CREEKSIDE PHASE 2 LOT #108 PROJECT# 04321.201 108R1 MODEL: 4EBB "1828--CALI 8' _ RAGE SWING: LEFT PAGE: ELEVATION 'T 160 MPH EXP. ARCHrrECT- STATE OF FLORIDA II FEB -2.2 2021 1AAEL C. ANDERSON AR NO 17305 "'PRINT DATE: 02/17/21 SCALE: 1/4"=1' 0' r F�iiir 2 C 15 4 y� f t F -t ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -�---d 125V OUTLET 70 AMP SINGLE POLE IIOV OUTLET I10V OUTLET 1/2 OF OUTLET WIRED / TO SWITCH GFI IIOV OUTLET EOLLIPED WK'RND FAUL - INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER $4 SWITCH 4-WAY OPER i..-0 WALL MOUNTED LIG44T CEILING LIGHT -1 © LED CLG LIGHT -1 O V1, LED VAPOR ' PROOF LIGHTr...- _o O V fo VAPOR PROOF LIGHT ORECESSED CAN eVENT. FAN I CFM PER SO. LT VENT. FAN W/L IGHT I GPM PER Sa FT. VANITY LIGHT_ FIXTURE j (SPEC'S TBD BY BUILDER) FLUORESCENT 2-BULB WRAP AROUND (RECESSED) 4'X2' FLUORESCENT 2-BULB WRAP ..® ..__ LIGHT AROUND _.._.......,.-' (SURFACE MNT.) 2'FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT PANEL METER :• BTCIJP AHAT- SMOKE DETECTOR W/ RDWIREBAK- WALL MOUNTED BATT. BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W/ ® S/CO CARBON MONOXIDE SMOKE DETECTOR COMBO HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LE88 TI-EN 4' FROM WALL PENDANT LIGHT NATTURAL GAS ,. . OU TELEF44ONE JACK WATER HEATER n�l KaNITION S011RCE r'i TO 5E ELEVATEra DISCONNECT A/C AIR CONDITIONING TO E 21 �UN.O. SEE DISCONNECT THIS SHE T TV TELEVISION JACK CEILING BOX REQUIRE OJ_BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS WC44 FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTED TED IN ...AILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION .--.—. e 24' INCANDESCENT LIGHT STRIP 36' INCANDESCENT LIGHT STRIP A, a �A CfOOann[] 40' INCANDESCENT I I LIGHT STRIP FLOOD LIGHT OPT. SECURITY KEYPAD • P.D. �❑ PUSH-BUTTON "I FOR G-IIFIES i �- • USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETNG. ' ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF PBOR 1TH EDITION (2020) 4 NEC 210.12 2011 EDITION. ' 20 AMP DEDICATED LAUNDRY CIRCUIT. ' GFI a ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL ' BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 1TH EDITION (2020). ' LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS ' WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020). ' ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE Pll 1TH ED (2020). ® ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST USE ENERGY EFFICIENT TYPE PER E&lr. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 3020, 1th EDITION R404.1 COACH LIGPT CEILING MTD. LIGPT TO BE INSTALLED, F'ROVIDE J-SOX FOR OPT. FAN WP Panel MAIN - A PANEL: 8/16 wp crt breaker VOLTAGE: 120 / 24U V -1 Ph NMIN: 15U Amp M.0 b FEEDER 3-#1 GuTHWN&1-#6Cu(G)in11/2"C OR 3-#2/0ALTHWN&1-#6Cu(G)in11/2' C. Wire Pole :Bkr .Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12: 1 20 lExtedor Receptacle GFI for Tuc 1200 1 2 1 Space #12:. 2 20 Irrigation Pump: 1000 3 4 Space 5 6 5304 A/CC`.U-1 35._. 2.... #8.... Space 7.. 3 PANEL - A PANEL: 42 cit, breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M,:LO. FEEDER 3 #1 GuTHWN&1 #6Cu(G)in11/2'0OR 3- #2/0 AL THWN & 1 - #6 Cu (G) in 1 1/2" C, - Wire Pole 'Bkr Description Watts Circuit Circuit 'Watts Description Bkr Pale Wire #12 1 20 Small. Appliance 2 Woo Range 50 2 #6- 1500 1 #12 1 20 Microwave/ Hood GFI _ - 4 1800 3 1500 5 #12 1 20 6mal orator ncs 6. 4500 Water Heater 25.. 2 ..... #10.. #12 1 20 Refrigerator $ 1500 7 AFCI _ 1500 9 #12 1 20 Dining Robn1 Lights and Receptacles 10 1200 Disposal GFI 20 1 #12- #12'- 1 20 Bath #2 GFI Receptacles 12 1500 Dishwasher GFI 20 1. #12 1200 11 #14 1 1 15 Foyer/Hall Bed #2 & #3/ Balh I Q Lights AFCI _ 900 13 14 5000 Dryer GFI 30 2 #10 #14 1 15 Umng Room Lanal Lights AFCI 16 900 15, #14. 1 15 Kltchen and Pantry Lights ,_& cl is AFCI 900 17 18 1600 Washer GFI 20 1 #12. #14 1 35 SD&C/O AFCI 20 1000 Garage Door Opener GFI 20 1 #12. 900 19. #12 1 20 Laundry I Bed #4.1 Den AFCI 22 1200 Gara a Lights and Receptacles GFI 20 1 #12 _ 1200 21 23' Space- 24 1 900 Bedroom 91 AFCI 15 1 #14 Space 25 900 Bathroom #1 AFCI 15 1 #14: _^ _ 251 27 29 Space 28 900 Exterior Lights andRecept GFI 15 1 #14 Space) 30 1000 Irrigation controls only 20 1 #12 Space ... 31 32 ''. Space Space. ...34 Space _ 33'.: Space '35 36 Space Space --- 37 38 Space #8 2 35 A/C AHU 1 40 Space ,-- 5525 39 41- 42 Space (Heater 5 KVAat 65%°. Load subject to demand factor calculations / line 16000. 27600 Load subject to demand factor calculations/ line Demand Factor Calculations: ABBREVIATIONS: Total load subject to demand factor 43600 AFCI'. ARC FAULT CIRCUIT INTERRUPTER First 10000"watts at 100%u 10000 NC: NON -COINCIDENT LOAD Remaining watts at 40%; _ 13440 GFI::. GROUND FAULT INTERRUPTER Total A/C load _ _ _ 10828 LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT' LOAD Total Connected Load Watts 34269 Total Amps (watts / 240 molts) _ 142 8 —� General Lighting & Reeeptaele Load Total A/C Square', Feet 18 General Us & Rec l 3 W / Sq., Ft 54 HI -Hats 1 W 65W/LI ht at 100% Total General Lights & Rec (Watts);.. :55 Ckts# watts/ckt Total watt General Lts & Rec Panel A 1 91 6171 55 _ ,S I Compliance E9Reviewed for Code Universal Engineering Sciences o 0 i O O --- LED LIGHTING LED LIGHTING SINGLE LAV. C DOUBLE LAV . 5ATH *2 BATH al PROVIDE 3.2/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THLLN + 1% CU IN 2' CONDUIT OR 2/0 AL. SER (CONDUIT TO TERMINATE ABOVE SOFFIT • OVER14ANG.) 150 AP" F ELEGTRICAL RI83=R NOT TO SCALE. DIC OMBINATION rrEWCE ISO AMP CONNECT SWITCH AND 120/240 VOLT GENES AL NOTES: M ELECTRIC METER IN I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL comriLy WITH ELECTRICAL PROVISIONS OF THE FBCR'tTH NEMA 3R ENCLOSURE MLO PANEL EDIT192ti (2020 LOCAL CODES, AND ALL LOCAL POWER - COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE TH N/THWN UNLESS NOTEDOTHERWISE. I60AF2P POWER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL PLAN ELECTRICAL SEi PVIDE 3 COPPER PROVIDE IN I2/0 DIA SCHEDULEULE 8 RO•I 0 PVC CONDUIT OR PROVIDE 3 UMINUM CONDUIT UNLESS SERVICE IS PROVIDED BY THE IN 2" DIA SCHEDULE So PVC SCALE: I/4 = I -0 DELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE GABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPhENNT EWIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS y 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOCTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 1TH EDITION (20201 5/8" DIA X e F-r LONG COPPER CLAD GROUND ROD LOFFLORIDA DASON 5�'. PRINT F18 ATE: 02/17/21 CALE: 1/4"=1'—O" SHEET EI PLUMBING PLAN A.V. t 2' i KITCHEN SINK W/ AUTO VENT 1-1/2' VTR (ALTER-4ATE LEFT) PLUMBING RISER DIAGRAM. 19 .IN HT) Reviewed for Code Compliance Universal Engineering 19 Sciences 2194 HWY AIA, SUITE 301 0 C INDIAN HARBOUR BEACH. d FLORIDA 32937 H: 321-802-3591 P p 1 80 59j_ www.abdesigngroup.com AA #: 0003325 M K#Vf, MTTA 'MR ""T II I ull T MML:00lI10 1 F'SUBDIV. ac ]LOT- CREEKSIDE PHASE 2 LOT #108 IPROJECT# 04321.201/108R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE` PLU M RING PLAN 4160 MPH EXP. C P, ARCHrTECT- STATE OF FLORIDA FEB m, FEB 2'2 20 MICHAEL C. ANDERSON AR NO 17305 PIPRINT DATE: 02/17/21 SCALE: 1 /4"=1' '— 0„ SHEET P SCALE: 114 = 1'-0' rd e� 3� r ppryryr� I� Y Pyi Yw ty� u a. ad F :A4 n MECHANICAL PLAN SCALE: 1/4 : P-0' R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WE) - EXTERIOR R-13 CEILING UNDER ATTIC R-30 Reviewed for Code Compliance Universal Engineering Sciences SVSDIV. 8e LOT: CREEKSIDE PHASE 12 LOT #108 PROJECT# 04321.201 108R1 MODEL 4EBB "1828-CALI" GARAGE 'SWING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C c1 rl z PRINT 2117 DATE:: 02 / / SCALE:1/4"-1' 0" SHEET PER FLR r�_ PLAN Y 1/2' CLG. 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ I0d MASONRY NAIL a 32' O.C. MAX FIN. FLR 2X4 TOP PLATE JSS 2X4 WOOD STUDS 024' O.C. SLAB NOTI=: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON— B RG. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 1505.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THiCK, 2 GOAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR• I K, i_C 11 TYP. O.N. �- 3 5/8, OR 5 3/8, 1/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/8' 1/2' DRYWALL METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8, OR RECEIVING UPPER/ 5 3/8, LOWER GABINEte BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO CONC TO BE SPACED 16' FLOOR W/ O.G. AT 2ND FLOOR 3/4' PAF t WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4' WOOD TILE FINISH SCREW WOOD BASEBOARD—, i-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS /1A1 (NON -BRIG.) n� J SCALE: 1/2'=1'-0' 5/8' GYPSUM BOARD OR 1/2' NIGH STRENGTH CLG. BOARD AVAYAWA LEVA71-ON SEE ENERGY CODE FORMS INSULATION R-VALUES REFER3NCE STRUCTURAL PER ELEVATION '-R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.G. 8' CMU 1/2' GYP. WL. BD. Y WOOD BASE BOND BEAM SOLID GROU1 W/ (1)- S (2) COURSE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL n.-VENTED PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS SOFFIT !. II 1 A ^ I 1•-1�• T 2a PIPE THROUGH BOND BEAM D1 SC/'.LE: 3/4r=11-0` 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY J 0'-0' FIN. FLR. ,tl d a ti W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN —STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT SCALE: 3/4'=r-0' SYSTEM iS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS O NOT GUT 4E BOND EAM EBARS —r--CAULK AND SEAL GAS LINE I I' PVC SLEEVE FOR GAS LINE. lid' GYP. W-. mp. .': zB GAS LINE THRU BLOCK ,-2X4 SPF 24' O.C. M.AX. SECURE W/ (2) 12d NAILS is EA. END 2x BLOCKING BETWEEN TRUSSES -PER STRUCTURAL DETAILS- STIFFBAC:K. AT ALL UPRIGHTS - PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS _,PER ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR - INSULATION R-VALUES PER ELEVA'T"ION \ 5/8' GYPSUM 50ARD OR 1/2' - HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT-1-� PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR. ° d R-4.1 INSULATION --- WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1x2 P.T. FURRIN's- --- STRIPS a 24' O.G. 1/2' GYP. WL. BD. --- WOOD BASE - IQ' THICK, 2 GOAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY a, Cm SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL DELL AS PER PRODUCT APPROVAL REQ. SEALANT BACKER ROD WEATHER STRIP MOULDING ALL AROUND(BY GALV. STEEL DOOR MANUF.) TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL "OVERHEAD DOOR APPROVAL REa VERTICAL TRACK 1' MI-N. BY OTHER BY MAUF. SLIDE FASTENED TO SLIDE TRACK BRACKETS Wi PROPUGT APPR(?YrAt: I�G! GARAGE DOOR JAMBS D1 SCALE: 11/211=l'-O" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 9 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT WALL SHEATHING �.:. THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE 2. ON SHEET SNi. "7 PRE-ENG. GABLE TRUSS 77 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS a 8' CMU .i T 8' CMU 4]. d Y d Aa..a A. °.. .d ' d a ti W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING t'5 1—STORY GABLE BLOCK WALL 5CALE:: 3/4' = F -0' 0'-O' FIN. FLR 1BReviewed for Code Compliance Universal Engineering Sciences Note: WALL FENESTRATION FLASHING PER FBCR 103.4 - Approved corrosion -resistant flashing Shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 111. All exterior fenestration products shall be sealed at the juncture with the building wall, with a sealant ccamplying with AAMA 000 or ASTM C920 Glass 25 Grade NS or greater for proper joint expansion and contraction, ASTM G1281, 4AMA 812, or other approved standard as appropriate for the type Of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 114. The flashing shall extend to the surface of the exterior wall finish. 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.a bdesigngroup.coni AA #:0003325 ST-TBDIV. 8e LOT: C;REEKSIDE PHASE 2 LOT #108 PROJECT: 04321.201 108R1 MODEL: 4EBB "1828—CALIrr GARAGE SWING: LEFT PAGE: DETAILS (SHINGLE) 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 2 2 zu2l MICHAEL C. ANDERSON AR NO 17305 fPRINT DATE: 02/17/21 SCALE: 1/4"=1'-0" SET 3 5' TOP: 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (U 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/5' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT R R R "-SECURE 2x4 ONE' FLAT TO ELK ICW/ MASONRY �O NAILS. SIDEB: 2X6 GARAGE DOOR BUCK SECURED R W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2- X 2' X 1/8' WASHER 4 NUT. (U WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. RI IR RI IRf NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 9 BUCK ATTACHMENT SCALE, In'-V-®, Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-114' WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS - NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/47 DOOR JAMB TO BLOCK +3/4" OR +5/4" /, W TO BLOCK +3/4" OR +5/4" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN On OF EACH END 4 IV O.C. MAX SPACING. 2X(P: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING POOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 844IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" nL INDOW TO BLOCK +1 1/2" 2x4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END GMU' 88, 4 18' O.G. MAX SPACING. DRYWALL 2X8: ® ❑I'X4' SECURE TO BLOCK W/(2) 3/16' TAPCONS P.T. NAILER (MIN. SHANK SIZE .145 1/16' OS.B. X 4' MIN. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') DOOR CASING WITHIN W OF EACH END 4 18' O.G. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" n1fINDOW TO BLOCK +1 15" /16 2X4: CEO SECURE TO BLOCK W/ 3/I9s' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O-C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING- 2X8: ClEm SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN e' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS - NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" D NDOW TO BLOCK +2 1/4" 2x4: ® 2X4: C83 SECURE TO BLOCK SECURE TO BLOCK W/ W/3/16' TAPCONS (MIN. 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH WITHIN 8' OF EACH END 4 18' OTC. MAX END 4 18' D.C. MAX SPACING. SPACING. 2X6: ® 2X6: CEM SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/16' TAPCONS W/(2) 1/4' TAPCONS (MIN. (MIN. SHANK SIZE J45 SHANK SIZE .145 MIN_ MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MIN. EMBEDMENT 1 1/4') EMBEDMENT 1 1/4') WITHIN W OF EACH END B' CMU WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 4 19' Or- MAX SPACING. 1/2' DRYWALL 2X8: ® 2X8: MSM SECURE TO BLOCK I'X4' SECURE TO BLOCK W/(2) 3/16' TAPCONS P.T.NAILER WK2) 1/4' TAPCONS (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/4') WITHIN e' OF EACH END WITHIN B' OF EACH END 4 19' OZ. MAX 4 18' O.G. MAX SPACING. DOOR JAMB OR WINDOW SPACING. - — ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 ^DOOR JAMB TO BLOCK +3" \ :, 2X4: IZI SECURE TO BLOCK W/ 3AW TAPCONS (MIN. SHANK SIZE -145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .14S MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2A2d WITHIN 8' OF EACH END 4 6' TO 8' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MAN1r-AGT11RP8 MPTAII .4 NV It: bHIM AU NttDtD 10 PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO iiLOCK +3" ", F d _ _ 8' CMU In' DRYWALL - I'X4' P.T. NAILER DOOR CASING DOOR ,IAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" G WINDOW TO BLOCK -13 7/16"° 2X4: CEO SECURE TO BLOCK W/ 114' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: Ltd- I SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN_ HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. - NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK L_ �Irell B' CMU 1/2' DRYWALL �� 1P.T. NAILER In P.T- X 4' MIN. i DOOR CASING `- DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" /'LDS Ol► 'C0 BLOCK +.'i 3 4" Reviewed for Code EB Compliance Universal Engineering Sciences CMU DRYWALL •t IX FURRING X' m RIP 2XIO TO DOOR FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK K REQUIREMENTS 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ngrou p. co m AA #: 0003325 SUIBIDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #108 PROJECT# 04321.201 108R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHIFI-ECT: STATE OF FLORIDA 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 J DATNET 02/17/21 SCALE: SHEET D2 Al All II, I �fr yy %i NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH ■ 9' OTC. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED ® 1' O.C. MAX VrERTICALLY I j' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED a1' (VERT.) O.G. MAX AT SUPPORTS Will LAYER rl, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM AINSTALLED PER 1 a To I LATH SHALL NOT GAP MIN. BE CONTINUOUS b TO a' 6' ro e MIN. THROUGH CONTROL JOINTS BUT SHALL Mw. BE STOPPED AND TIED A7 EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM Clill \ PLACED FLAT MAX. 6' TO S' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON 1. NOTE: ASSTENERS FOR TO BE NAILS OR STRUCTURAL STUD LATH ` STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN "M" TYPE CONTROL JOINT O1. FOLD INIWARD • PT. A O1. FOLD INLAII • FIT. A 2. CMASE . Fr. B FO NOTE; APPROVED WILDING WRAP SHALL BE LAPPED A MINIMUM OF b' • VERTICAL LAPS (ROLL ENDS) < 6' s HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORT15ER SHEATHING TAPE / V MIK LAP e METAL LATH 6' MIN PAPER LAP BELOW ONLY WR5 LAYER "2, FORTINEER/ BUILDING PAPER SCALE: 1 1/2' - I'-0' 'AKIC KO UT DETAIL LATH VERTICAL LAP TO BE 1' METAL LATH WRB LAYER •1, STUCCO WRAP VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUD° SHEATHING - NOTE: SIDE LAPS OF METAL OR 1/16, ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0jil (121-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063. NOTE: THICK, 3 COAT CEMENT PLASTER METAL LATH Will LAYER •2, FORTIFIBER BUILDING PAPER WR5 LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MALNLl SPECS.) 6' MIN. LAP LAP m LATN LAP a PAPER FOR REPAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS MAY eE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUR SPEC. OR PEEL 4 STICK ®' 1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER WQQW. SM:9941b* OI. FOLD INWARD Pr. A ® 1. FOLD INWARD • PT. A OR CMU 2• CEASE • PT. B —WR5 LAYER *11, 2' GREASE 0 P`' B 3. CREASE • Pr. C STUCCO WRAP (FRAME ONLY) 3. CREASE • PT. C 4. FOLD PT. C OVER PT. r� ` ;a B TILL FT. C TOUCHES aT: Ml FLAKE THICK, 3 COAT CEMENT ® tt PLASTER (FRAME), 1/2" 2 COAT C CEMENT PLASTER (CMU) -AA METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ® ®FOLD ROOF/WALL SCREED DRIP EDGE: OVERLAP 3'. EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4' OG. MAX FLANGE L WATER TIGHT eEAL. wLa. 2Q Ngm CUT. J' THICK, 3 COAT CEMENT PLASTER (FRAll 1/2' 2 COAT CEMENT PLASTER (CMU) WRB LAYER 42, FORTIFIBER BUILDING PAPER (FRAME ONLY) WRIS LAYER 01, STUCCO WRAP (FRAME ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRS APPROX. I )S' ABOVE SHINGLES (FRAME ONLY) FRAME OR CM EXTERIOR R!X]FAlldl i Pf'-QCFa SxS WALL FLASHING B KICK -OUT FLASHING (SEE DETAIL) FASCIA WRAP a h4V in I No7r=. Il I kl[ -MAlt TIGHT SEAL (BEND OR v, DO NOT CUT) z 5"X5" "L" TYPE CONTINUOUS z GALV. METAL FLASHING �I (NAIL TO ROOF DECK, NOT WALL SHEATHING) N CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ROOF PER ELEVATIONS 5 " L" FLASHING N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEN2 ONTO PIS I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF ---� SELF -ADHERING MEMBRANE FLASHING INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE W SELF -ADHERING MEMBRANERAP MATERIAL) OVER 4'x4' FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP 02 LASH NGHERING MEMBRANE WR5 LAYER *I, STUCCO WRAP WR5 LAYER $2, FORTIFIBER BUILDING PAPER METAL LATH 111 SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO E41IND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787 N TfRATION DETAIL (PiRArf f ) 91 Reviewed for Code Compliance Universal Engineering Sciences DRAINAGE PLANE CURB LXf i ER #1, STUCCO WRAP) WI;R-5 LAER 02 (FORTF15ER—'—'—'—'—'- 5UILDINC; PAPER) 1`'IETAL LAT14 X X X x STUCCO ; a.: . WOOD OR T/1(0 ZIP WALL 514EATHING SELF-AD14ES1VE FLA5HINCz — — — — — — NOTE: 1�1ETAL LAT14: LAT+4 TO 5E PER SECTION Ri03.7.1 / 5T1„I C—Bpi—lea, MIN. 23 L85. PE1� 5Q. FARO (UTILITY OR N01„IINAL LATE DOES NOT 1"1EET SPEC IF: (CATIONS) 2194 HWN A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdQsigngroup.com AA #- 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #108 PROJECT* 04321.201 108R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB 2221ITI MICHAEL C. ANDERSON I AR NO 17305 j [PRINT 02 17 21 DATE: / / SCALE: 1 /4" =1' - 0" �4JOL4ayy A l A, y t v NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD IWRB LAYER 'I, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT I WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL I JOINTS AND INTERSECTIONS I: APPLY SEALANT AT PERIMETER OF " I NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4' CAULKING a JOINT ALL AROUND PER SECTION R703.7 Exterior laMing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-181b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT LEGEND DRAINAGE PLANE (UJRS LAYER 1*1, STUCCO WRAP) UJR53 LAYER #2 (FORTH=15ER ...... BUILDING PAPER) METAL LATH x—x—x—x STUCCO '....: �.I UJOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIvE 1=LASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84-1-14a, MIN. 2.5 LSS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC- METEF VERIFY LO STUCCO FINISH 6" SELF ADHESIVE OVER TOP E SIDES FLASHING UNIT —PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT m TOP E SIDES 9 DRYER VENT (BLOCK) PAPER O—'QUICK PIPE -a• WALL 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. AN=A ICJ M=L1>= I y = STUCCO SCRATCH COAT E 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC I6OCYANOTE-1=OLY5LEND FOAM �� "� ^-t' �° MCISIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER *I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING a WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH WOOD t " 1/8' TEXTURED CONSTRUCTION FINISH o WOOD FASTEN TO WOOD STRUCTURAL MEMBER a l' O.G. MAX 8' GMU } �Ya' TON MID -WALL / WEEP SCREED ' ay WIDE STRIP SELF ;4 ADHESIVE FLASHING, CLEAN zF: MASONRY BEFORE APPLYING FF x TEXTURED FINISH • MASONRY DB HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 0 WRB LAYER 01, STUCCO WRAP WRB LAYER 01, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP - -- - WRB LAYER 02, FORTIFIBER BUILDING PAPER %r�T_� STEF #4 C ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 k3RaJ IV. 8e LOT: EKSIDE ASE 2 T #108 CT .201 108R1L4EBB 28—CALI" GARAGE SWING: LEFT PAGE: W ALL ASSF�'MBLY DETAILS 160 M1111 EXP. C ARCHITECT - STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 PRINT 21 17 DATE: 02 / / SCALE: 1/4"=1'-0" 81-t''EET III 'I �I h k ti w r a JIB E G E JL \ D DR,41NAGE fi LANE (WR5 LAYER #1, STUCCO UJRAF) UJRB LAYER #2 (FORTIF-IBER 5UILDING PAPER) METAL LATH x x x x STUCCO UJOOD OR -1/16" ZIP UJALL 5HEATHING SELF-ADHESIVE FL,4SHING - - - - - 2 1/2" 14B}CORNER ]BEAD CORNER BEAD (FASTENER 4 SPACING is -1" O.C.) Gl" IU 1/2" T�4ICK, 2 COAT CEMENT PLASTER APPLIED D IREGTLIr TO MASONRY 0) BLOCK Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d esi gngrou p.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #108 PROJECT# 04321.201 108R1 MODEL. 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT: OF F FL F FEB 222021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 17 21 DATE: / / SCALE: 1/4"-1'-0" SHEET W-A3 N 2x& SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1�1 1/8" TEXTURED I FINISH a WOOD I �� 1/2" TEXTURED FINISH a CMU METAL FASCIA WRAP Ya' FROM STUCCO, 1" FROM WOOD WALL 1 EXTERIOR WALL 1 (FRAME OR CMU) N, NOTE: NOTCH FOR 2X& SUB BAND ONLY N, `N I OELEVATION AN A \ROOF- DECK (BEYOND) DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) i 11/8" TEXTURED FINISH Q WOOD, 1/2" TEXTURED FINISH a CMU ' !-2x6 SUB -BAND W/1"x4" NOTCH 0 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2" ` OFF WOOD WALL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT Q WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - 011 SCABBED TO TRUSS W/126 NAILS 6'-8" O.C. MAX. 2x SUB -BAND W/1Y"x4" NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL C9) WALL W/KICK-- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I! flx4" NOTCH e END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND LUAV2 x4" NOTCH RevCewed iof Code END, WRAPPED IN Universal Engi eering PEEL 4 STICK Sciences *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY 2194 ~ AIA. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdosigngroup.com AA #:0003325 moo SXMDIV & LOT: CREEKSIDE PHASE 2 LOT #108 PROJECT 04321.201 108R1 MODEL, 4EBB "1828--CALI" GAI%AGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE 02 17 21 SCALE: 1 /4" =1' - 0" SHE�ET� n V V A6 3'-4" 1 a 16'-0" FM-12X12 10'-0" 10'4' 4" CONC. lip N (N K S LAB w ~ x l N a� Lu ILL °a LLI FM-12X18 1 EXTEND 1.1 SLAB 1 1/2" CV 0101, TOP OF SLAB o 0 m ro IN 19 I - `ram 00 LLI El 4' PVC L CHASE���'9 - 1 E-1 1.1 4" CONC v FOUNDATION NOTES 1. S COP E SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR IPACTING REQUIREMENTS, 2. T P OF FINISHED SLAB SHALL BE+-0 0 3. C DLUMN AND FOOTING CENTERLINES SHALL COINCIDE UNLESS DIMENSIONED OT ERWISE. 4. R EFERENCE ELEVATION +-0'-0" , SEE SURVEY PLOT FOR NAVD. 5. P ROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TEF MITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS EST BLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SEF VICES 6. P ROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PRC VIDE 1/2' FELT' PAPER AT THE JOINT 7: C DORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. S =E ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. INDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS ANE WITH THE MANUFACTURES SPECIFICATIONS. 10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11,112 INDICATES #5 BAR DINDICATES #6 BAR,■INDICATES#7 BAR VERTICAL o? REINFORCING BAR iN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE r HOCKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", 96 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOH. BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEE DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #FS AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15: STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR',S, MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED S-0' O/C MAX. SEE PLAN FOR MM SIZE IN PECTOR"NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE'2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION LO SLAB I N i I ° ly J,-5 112 I, is T� --- 17' 8' 4 " 2 $, ih SLAB T-0"cc 5 I - 3'-6" N 00 zo _ N ao N U Iu- a O ILL EXTEND - . v 2 SLAB SLAB 1 1/2" r 1.1 18 m i� LL 4" CO NC • I 2 x" la W SLAB u 5 1/21'112 LL a I *7 112'FMC-12X18 4 -31/2" 49T 12X18 FMC-12X18 L 1.1 FM-i2X1$ --—FM — NN 4 4 1.1 1.1 2'-8 16'-0' 2'-8" T-10" 10'-2" 21'4' 4,4" 14'-0" 39 -8" zi SLAB SCHEDULE SLAB THICKNESS REINF REMARKS 6x6 W1.4xW1 4OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER PROVIDEC FOOTING SCHEDULE RNER BARS, SAME SIZE QUANTITY AS BARS''IN FOUNDATION. WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8' SEE PLAN 101, s FM-12x1 12' CONTINUOUS 12" (2) #5's FM-12x1 12' CONTINUOUS 18" (2) #5's (+)0'-0" FM-16xl 16' CONTINUOUS 181, (2) #5's (+)0"-0" FMC-12x 8 12" CONTINUOUS 18' s #5 IN CURB VARIES F-24x2 24'__ 24" 1 12' s FOUNDATION P SECURE STRAP ABC SIMPSON WB CONC. W/ UNIT ROLL STRAP OR EQUAL @ EACH TAP -CONS CORNER OF UNIT CONC SECURE STRAP TO SLAB UNITS W/ (2) #8xl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL Reviewed for Code ED Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 30J INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngrou,p.com AA #: 0003325 SU'HDIV 8e LOT: CRE'EKSIDE PHASE 2 LOT #108 PROJECT* 04321.201 108R1 MODEL 4EBB "1828--CALI" GARAGM SWING: LEFT PAGE; FOUNT?ATION PLAN 160 MPH EXP. C STATE OF d 'FEB 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2117 DATE: 02 /. SCALE:1/4 00=11— 0, 111 SKEET S 1 E, STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND IL 0: SPACING REQUIREMENTS < Uj M (.5- A 4 Of z . 8" CMU WALL 0 io \—SEE SLAB SCHEDULE EXT. PORCH SLAB L CHAMFER (1-STORY) W1 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE APPLICABLE) SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED . 77 —. z CELL SEE PLAN FOR SIZE AND Z. SPACING REQUIREMENTS < LU oo IL FM rr 0 8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR r IN FOUNDATION WITH 30" LEG EACH C0 , 5 = TOP OF MB vp WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS rop OF SLAB MATCH AMOUNT OF CONTINUOUS BARS VARIES BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING SEE SLAB SCHEDULE TOP OF GARAGE CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE EXT. PORCH B IlS4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) 1AMPKI TRANSITIONS A JOINT (WHERE ( "., 11111. EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING APPLICABLE) Z 4. FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEASI AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO C\1 MONO -FOOTING MONOLITHIC FOUNDATION SCALE: 3/1 GARAGE SCALE: 314"=1'I AP TOP PLATE A MIN. OF 48" NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO CCUR OVER STUD OF WALL W/ PLAN LU 2x4 OR 2x6 D BEARING PROVIDE BLO NG I WALL W/ SYP 2" CAPPED D 5; r0- n NEW REINF. BAR No 2 STUDS SEE PL S FOR GALVANIZED PIPE D CL SECURED W1 2- PART R PLATE TO SLOB W/ SPACING. SINGLE BT PLATE WIFLANGE @ BASE Q I EPDXY. MIN. EMBED tl IIx DGE ANCHOR W/ 2" TO BE PIT PROVIDE DBL. OP 8", LINO R SET IN HIGH STRENGTH PLATE _jQ XY 5-112" EMBED. MIN. @ 16" 0 FOLLOW ALL MANF. SIMPSON SPH4 OR SPHIS AX. r Cr SPECIFICATIONS FOR co < USE AND BTM AND TOP PLATE SECURE FLANGE TO r M PREPARATION OF ANCHORS W/ 1 Od x 1 1/2" SLAB W1(4) 1/4" X 2 1/4" 00 HOLE. COMMON NAILS FILL ALL to HOLES, DO NOT USE 10d LLj TAPGONS jj _j x 3" SEE SLAB SCHEDULE 0: mi 0 <1 + O0_ P OF SLAB 4 4" CHAMFER (1 -STORY) •I\ 6" CHAMFER (2-STORY) 4. BOLLARD LAP P PLATE A MIN. OF 48" P P ATE MIN. OF 48" COMMON O'C BTM. M AND IN W/ 16d COMMON NAILS, 2- WS,4"O/CBTM. LAP TO OC R OVER STUD 2x4 OR 2x6 WOO EARING — WALL WISYP No2 UDS SEE PLANS FOR SPACIN . INGLE BTM. TM. PLATE TO BE PT. PROVIDE ROVIDE DBL. TOP PLAT +_ U _U TOP OF ILE' 3/1 VERIFY HEIGHT OF WALL W1 PLAN PROVIDE BLOC G RE B PLATE TO LA d MASONRY N TAGGERED. IONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. —SEE SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE 1 7; 7VDBARQUANTITY 4, 111ky IN IOR FOUNDATION OD WALL 9 j (NO tkPLIFT) % EQ. EQ. -SEE SCH ULE FOR WXD, BA IZE AD IN G1 BAR TO ����AND BAR QUANT I MO 0 1 LITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD ALE SCALE: 3/4'1 INTERIOR :3/4"=V-0" (W/ UPLIFT) SEE SCH ULE FOR WxD , BA IZE ND A QU NT FOUNDATION N 0 WA (W/ U P LIFT) STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS > LU co zi a_ U) 0 8" CMU 0 Z . r4000) TOP OF SLAB SEE SLAB SCHEDULE z . z ..j "ISOLATED" COLUMN PAD 4' CENTERED UNDER WALL AND 00 C, POURED MONOLITHICALLY WITH EI FOUNDATION AND SLAB LISEE SCH UILE 6111, &A A FORWx[ BSIZE AND BAR QUAN TY MBINED EXTERIO MONO10 - OOTING AND COL. P POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP-) 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE 3/4"=1'-0" FOR NRY SET EV: RECESS AROUND GARAGE DOOR OPENING SCALE: 3/1 LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL Wt PLAN 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS PROVIDE BLOCKING SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PIT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/1 Od MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL -Ar — CONNECTORS NOT REQUIRED WHEN NO U) UPLIFT IS PRESENT. SEE SLAB SCHEDULE 14 °�P OF SLAB 4 d7 % 4. 4 74!: EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL $ Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 HWY Alk SUITE 30J INDIAN 'HARBOUR BEACH. FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 r: 7CE KS PHASE 2 LOT #108 :'FRojzc # 04321.201 /108R1 4EI313 188--CALI 1GARAGE SWING-: LEFT 1, PA_G3E: 4 DETAILS MPH EXP. ARCHITECT STATE OF FLI 7FEB 2 2 2Wi MICHAEL C. ANDERSON AR NO 17305 PRINT 02/17/21 DATE: SCALE: 1/4"—f-0" SHEET S1 . I A "prrp 25'-10' 17,-8" 141-011 10p0., 3 0 Ell lEll 2194 HWY A1A, SUITE 3C INDIAN HARBOUR BEACF FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.con AA #: 0003325 1", STJBDIV. & ldr CREEKSIDE PHASE 2 LOT #108 PROJECT# 04321.201 108R1 MODEIZ 4EBB "1828-CALI" GARAGE S WING. LEFT PAGE: C+ t, DOWEL PLAN :. 160 MPH EXP. C I ARCJH STATE O FEB MICHAEL AR N MATE: �INT02 17 21 SCALE: 1/4 1'—O" `a SHEET S1. 2 3� �i TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. i q 4 .< 4 a. Q p 4 CLEAN OUT REQUIRED FOR INSPECTION Q m co V O o 0'-0" FIN. FLR. a ',A <' TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK Z o HORIZONTALNERTICAL r- REINFORCING SCALE: 314"=1'-0 BAR SIZE 48 BAR DIA. #3 18.1 #4 24" #5 30" #6 36" #7 42' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" C M U WALL n' d SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-SSTORY) JOINT (WHERE APPLICABLE) Z ' MATCH STEEL g REINFORCEMENT 6" PVC CHASE iv PER SCHEDULE THRU FOOTING SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY + o -0" + 0. 0 TOP OF SLAB ? e q' TOP OF SLAB z 0f d ' 'a °4' ..4 a4 PVC CH THRU F 4 ±id L n .n. 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE !NG 1/4"=1 -0" #5 BARS MEI o? 40 Eill w 7� CMU UNII DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS SCALE: 3/4"=1'-0" Reviewed for Code Compliance 93 Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 1 a LOT CREEKSIDE ,U PHASE 2 LOT #108 PROJECT# 04321.201 108R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT ]PAGE: DETAILS I 160 MPH EXP. C ARfT CHECT- STATE OF FLORIDA 'FEB 222021. MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 17 21 SCALE: 1/4"=V-0" w rva SHEET SIe2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W1 10d x 1 1/2" HDG NAILS, FILL ALL HOLES 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 8. LINTELS SHALL HAVE 4 NOMINAL BEARING (4" ). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT: 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE: BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T O.S =TOP OFSLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, TO. THROUGHOUT MARK DESCRIPTION Pc (PS4 SIZE WxH' REINFORCEMENT STIRRUPS REM RKS, BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8z8 — (1)#5 — NIA GROUTE SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES ;I> yk Jb m 2 0 .,3 00a0 cc s LINO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 8'-8", UNO, is �1 i LIFT BEAM PLANT., SCALE: 1/4" = 1'-0" Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www. a b d esi gngrou p. co m AA '#: 0003325 CREEKSIDE PHASE 2 1-JOT ##108 F=* 4EBB "1828-CALI" GARAGE SWING LEFT PAGE: LIFT BEAM PLAN AND z NOTES 160 MPH EXP..0 OP ARCHrT ,T- OF F:�. 0R", A Y Ii - - { FEB 2-2�=a MICHAEL C. ANDERSON PRINT DATE: 02 17 21 SCALE: 1/4"=1'-0" SHEET k2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1 D" HOOK 30" TYPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" W NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8"x8" 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. �01 525� 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LASTTWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP_ 8"x16" (0 5. SHOULD THE DOUBLE BIS OND BEAM COINCIDE TEWITH A LINTEL THE BOTTOM BOND BEAM 0 COURSE OF BOND BEAM OMITTED AND A LINL IS PLACED- THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL- 8" I. N 6 LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 7�_ 8x16 DEL. BOND -- TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 0 8x8 BOND BEAM TOP OF W/ (1) #5 BAR BOND BEAM F = FILLED W/ GROUT U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND -WOF OPENING OMI AL OF #65, IN 2ND BOND BEAM, IF FILLED LINTEL. WIDTH BEAM COURSE SEE NOTE 6 �JPENING N; 8x8PRE-CASTCONCRETE NOMINAL 16-1 T/1 /OB LINTEL W/ (1) #5 BAR (1-2) LENGTH OF BAR = WIDTH OF MASONRY BEAM DESIGNATION QQ HEIGHT # OF #5'S, TOP OPENING - 2" IT IS THIS ENGINEERS INTENT BOND BEAM COURSE OR t 0 THAT XFXX - 1T/1 M108 INDICATES A DOUBLE BOND BEAM 4OF *5'S, BOTTOM 8x8 PRE -CAST CONCRETE AND XFXX - 1TIOMIOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (1-1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS P AND XUXX - 1Tt1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED OF O­P­E_N_T1ZG_*_ LINTEL AND XUXX - 1TIGM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) WINDC PRE -CAST WINDOW SILL LOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") B" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2X6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT /7116" OSB SHEATHING CMU WALL r�� �ARCHWAY F�� FRAMING DETAIL SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF N BOND. BEAM 0� CHANGE IN 7 ELEVATION OF BOI STEEL REINF_ OF BOND- BEAM Reviewed for Code Compliance Universal Engineerling Sciences PROVIDE #5 BAR EACH SIRE 0 LEVAT gHA a BEAM SCALE: 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 _17 II Ifi 43DIV. UOT: CREEKSIDE PHASE 2 LOT #108 rdll PROJECT# �J1i 04321.201/108R1 MOIDEL: �4EBB 1828—CALI GARAGE SWING: 'LEFT PAGE: DETAILS 160 MPH EXP. C ARCHrrEcT: FEB 21 2 2021 MICHAEL C. ANDERSON AR NO 17305 .to &�Azm _1 DATE: 02/17/21 SCALE: 1/4"-f-O" 11% j I'll -1, SHEET ur S 2. 1 . N. 9 _u �1. "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS EDITION, SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE FLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 818.OB 16-1TroB 1T/OB 1T/0B 1T/OB 2-1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T EVIOAT VW -IT 824-1T &28-1T 8132-1T 8/8-2T 8116- T 6/20-2T =42T 6Y1.8-2T N322T e/8-18 16-1TH 1T/1B 1T/1B 8-1T/1B -1T/1B 3'-0" PRECAST 1436 952 3114 4217 5321 8428 7531 T-6" PRECAST 689 1024 T-W PRECAST _ 1589 3524 5263 613_"c 7001 1569 3524 4394 _ 5263 6132 7001 2465 6113 6385 7708 9031 10000 4'-0" PRECAST 1065 700 2305 3125 3945 1 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3080 3815 4570 5325 6079 1363 _ 3000 3816 4570 5326 6079 1961 6113 7192 8524 7627 6751 4'-0" PRECAST 819 633 1770 2400 3033 38M 4300 N-W PRECAST 398 591 N-W PRECAST 1207 2582 3375 4043 4711 5379 1207 2707 3375 4043 4711 5379 1625 5743 7547 6752 W41 7665 5'4" PRECAST 931 1247 1999 2560 3123 3888 4249 5.4" PRECAST 411 411 T-4" PRECAST _ 1016 23374� 3513 4084 1016 ---ism _ 2276 2838 �29" _3399 3901 4084 1319 4400 7196 7342 5780 8259 5'-10" PRECAST 817 1024 1631 2090 2549 3009 70 SAW PRECAST 340 339 5'-10" PRECAST _ 929 3387 929 2080 2080 --2593 2593- 3107 3107 3620 3620 4133 4133 1161 3693 5877 6036 6548 5776 6'-0" PRECAST 692 1139 3227 3031 3707 4383 5061 V_r PRECAST 410 721 6'-6" PRECAST 835 1201 1578 1955 2332 2709 835 1868 2329 2790 3251 3712 1139 3227 45M 7054 10000 6825 T$" PRECAST 570 938 2498 2205 26M 3191 3685 7e 6" PRECAST 303 534 7'-6" PRECAST 716 OKI 1181 1462 1743 2025 727 IVA _ 2025 24Z 2827 3228 938 24M 3408 4864 7067 U72 9'-4" PRECAST 428 1593 2204 2481 2818 2621 9'-4" PRECAST 192 384 9'�' PRECAST '5 586 7 948 1129 1310 572 1318 — — 1843 — 1969 2164 2519 639 1674 2298 3081 4099 4899 101-W PRECAST 388 487 1247 1767 1904 2183 2028 10'$" PRECAST 151 301 10'-W PRECAST 358 _ 88 612 755 899 1042 504 — _1180 _ 1472 _ 1763 1710 1989 560 1407 1897 2781 3222 3784 11'-" PRECAST 30 5" 1312 1742 2252 2888 3630 11'-4" PRECAST 132 417 11,40 PRECAST 430 40e 653 777 872 466 �1042 1372 1643 1470 1710 1312 V42 2252 2N8 3552 -0544 12'" PRECAST T308-- 507 1210 1598 2048 2580 3191 12'-0" PRECAST 111 370 12'-0" PRECAST _ 383 366 476 587 698 783 "0 _940 — 1300 1560 1314 1476 507 1210 1596 20" 2586 3171 IT-40 PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 IT-4w PRECAST 3 484 575 645 396 —6 780 7 105— 1312 1071 1203 414 1045 1365 1732 2316 2805 14'-0" PRECAST 254 388 978 1272 1806 1986 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 �_ 278 3660 443 809 378 717 961 1192 �528 975 1133 390 978 1272 1606 1950 2389 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 1N-80 PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 626 746 865 246 1 663 980 1237 1474 1715 ,� 1079 1429 1824 2277 2712 15'�" PRESTRESSED N.R. NR NR NR NR NR NR 15e4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 484 574 684 793 230 _ 818 908 1134 1353 1672 412 1014 1340 1703 2118 2513 1T4" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 326 385 451 587 680 192 506 720 -- 501 1135 1312 300 ON 1121 1413 1739 2047 PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266 348 430 613 595 166 _ 429 623 - 803 950 1098 235 736 959 1200 1467 1716 21'�" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'A" PRESTRESSED 142 219 31% 381 454 527 142 373 _ 5V 690 816 943 180 598 833 1038 1168 1468 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR '1'1'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 137 we 513 659 _ 779 900 165 550 784 992 1203 1381 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24,-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 4 174 245 302 416 124- — 319 _ 466 581 _380 687 793 129 450 654 824 1014 1147 — ALL VALUES TAKEN AS THE AND CASTCRETE MAY 2015 - ALL PRECAST PRODUCTS LESSER EDITION. ARE TO FROM BE INSTALLED "SAFE LOAD TABLES" PER MANUFACTURES BY QUALITY SPECIFICATIONS 2018 LOTTS MAY 2015 EDITION — PRECAST — PROVIDE PRODUCTS BY OTHERS TO MINIMUM 4" OF BEARING PAST MEET EACH OR EXCEED SIDE VALUES OF WINDOW STATED OPENING ABOVE PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 Reviewed for Code Compliance Universal Engineering by Sciences 2194 HWY Alk SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdi-signgroup.com AA #: 0003325 SUBDIV. 8e LOT: OREEKSIDE PHASE 2 LOT #108 PROJECT* 04321.201 108R1 MODEL 4EBB "1828--CALI" GARAC;E SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 1 DATE: 721 / / SCALE: 1 /4"=V-0" SKEET S)2o2 I FRAMING NOTES 1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL, 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P13S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM Y-0". FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING, THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD, FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2.500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. GIRDER/TRUSS W/2X6 BOTTOM CHORD END JACK �/1I{/I TRUSS BOTTOM I W[ I CHORD W1MIN (4) 10d A(HERE APPLICABLE NAILS FOR EACH CHORD CONNECTION TRUSSES W/2X4 BOTTOM CHORD DIAGONAL BRACING/BOTTOM CHORD BRACING DISSIMILAR BOTTOM CHORD BRACING ® END FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ MID RUN FRAMING PLAN SCALE: 1/4" = V-0" Reviewed for Code Compliance Universal Engineering ED Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www, a bdesi gngroup.com 61 AA #: 0003325 SUSDIV 8c LOT: CREEKSIDE PHASE 2 LOT #108 PnOJECT# 04321.201 108R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. J ARCHfTECT-- EW OF FLORIDA FEB222021 MICHAEL C- ANDERSON AR NO 17305 J PRINT 02 17 21 DATE: / SCALE: 1 /4"=1' - 0" SHEET S3 ENGINEERED WOOD TRUSSES--- PLYWOOD SHEATHING. SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE # 1100 UPLIFT' SIMPSON (9) 10d x 1 L' NAILS TO TRUSS "ROOF/WALUFLOOR (1) SIMPSON HETA16 - HTSM20 WPI 0 10d TO -(2) 6 SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", SHEATHING 9 10d x 1 1" NAILS TO 6", 8" x 4'-0" MAY BE ADDED TRUSS AND i4) 1/h" x 2 1/4" 16d x 1 ' NAILS TO TRUSS FASTENER SCHEDULE" CPOURLINTEL IIED L O DB 3EL 1 DBE STRAPGIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS. 3" CONT ; 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE - C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4". EMBEDMENTUSED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON (16) 10d x 3 4' NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON , -PRE-ENG TRUSS W/ 10d NAILS (2) SIMPSON HETA16 TRUSS ANCHORS HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF , � , 2 ROWS, 3" CONNECTOR WITH (12) 16d x 3 Z' NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO TRUSS AND (4) 1/4" x 2 1/4" 2x WOOD FASCIA ACCOMMODATE TRUSS A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO , CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) a' x 5" TITEN HD TO CMU AND (12) SIDS CONT POURED LINTEL SE 2x SECURED W/ (3) 16d ' 4" x 2 g" TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, lx2, 2x WOOD FASCIA (2) z" x 5" TITEN HD TO CMU AND (18) SIDS 4" x GAUP. COMMON NAILS ; SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) 12" x 5"TITEN HD TO CMU AND (18) SIDS4" x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM - ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID. 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ 1a 1b SCALE 3!4"=1'-0" TYPICAL ROOF 3 MISPLACED EMBEDDED TRUSS ANCHOR 1c GIRDER CONNECTOR(S) 2a k 2b 2c SCALE:3/4"=V-0"---~SCALE: 314"=1-0" GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAL. - 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER SECURE 2x8 PT. PLATE (2) "X" BRACE DIVIDED EQUALLY TO BILK W/ L W/ ANCHOR BOLT W/ 2" DW 6'-0" MAX MAX(W/2) FROM CENTER TO END. WASHER SET IN HIGH OR 10'-0" X (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL A EMBED. AT 32" OC MAX. 1x4 DIAGONAL PRE-ENG GABLE TRUSS— SECURE GABLE TO 2x8 BTM. CHORD P.T. PLATE W/ 12d's 8" BRACING. SEE STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ C)U a MAY NOT BE Er>- (2) 10d's @ EACH TRUSS Fv h a I-_ REQUIRED Do TO BE INSTALLED @ 10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR '. BOND BEAM REQ. 1x4 BTM. CHORD BRACING 6-0" O/C -- END WALL OR OTHER MAX.. OR 2x4 BTM. CHORD BRACING END TYPE CONDITION. IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD BLOCK WALL W/ GABLE END INTERSECTIQNTYP. BTM. CHORD BRACING 7 PRE-ENG'D TRUSS SCALE:3/4"=V-0" 6 SCALE: 3/4"=1'-0" NOTCH DEPTHI/4*D THE USE OF ALTERNATE MATERIALS MAY BE —HOLE EDGE >5/8" USED SO LONG AS THEY CONFORM TO THE o � HOLE DIAMETER FOLLOWING <2/5`D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS HOLE EDGE >5/8" EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 0141, FORCES ALL Ar THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5*D DBL. STUD Reviewed for Code Compliance Universal Engineering 93 Sciences STUD NOTCHING 11 ALTERNATE MATERIALS AND BORING LIMITS SCALE 3/4"=1'-0" 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www. abdesi gngrou p.com AA #:0003325 IUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #108 PROJECT* 04321.201 10BR1 MODEL: 4EBB "1828 - CALI" GARAGE SWING: LE FT PAGE: DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 17 21 DATE: / / SCALE: 1/4"=V-0" SHEET SM . I A i PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 0 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX 0 CONC.POURED LINTEL COURSE PRE:-ENG'D WOOD TRUSS (TYP) @ 24" O.0 MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 5GALE: 3/4"=1'-U Reviewed for Code Compliance Universal Engineering ID Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-902-3591 www.abd osi gngrou p.com AA *: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #108 PROJECT* 04321.201 10BR1 WODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHfTECT. STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 J DATE 02/17/21 SCALE: 1 /4"= V — 0" k. SHEET S 3.1 t ;' �l ,. � :,,,t,L�ui Iit *1 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) X' BRACE 30'-1" TO 50'-0 (3) "1 BRACE PRE-ENG GABLE TRUSS (1) 'X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY 2x SUB -BAND STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) 41 PLYWOOD SHEATHING, SEE "n "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP-TRUSS CONNECTOR DETAIL- FOR STRAPPING INFO. CONNECTION PER 1x2, 2x WOOD FASCIA TRUSS MFG. SEE ARCHITECTURAL 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT- 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HI P RETURN SCALE: 3/4"=1'-0" p y x 1 x �i x r 'M1 N r r'I ,i I I SIDE VIEW VTCR SPACING (1) AT EA Amn R,_m in PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. Reviewed for Code 23 Compliance Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abd esigngrou p.com AA #: 0003325 J SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #108 PROJECT# 04321.201 108R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB 222021 ARICHAEL C. ANDERSON AR NO 17305 FPRINT DATE: 17 21 EDATE: ECALE: 1 /4"=1' — 0" SHEET S3.IC k: a4 is 1 ■ -- HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 23.79 PSF (33-79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF QIAPHRA(iM R O OF/ WALL/ FLOOR FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. SHEATHING 19/32" STRUCTURAL SHEATHING EXP 1 (40/20),(SEE TABLE FOR FIELD p AND EDGE SPACING) SEE DETAIL. FASTENER SCHEDULE ROOF SHEATHING TO GABLE END FRAME USE 1 Od RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF NAIL REQUIREMENTS GABLE END. , BE 3/4". DGENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL WOO STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ..PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WALLS TOP PLATES STUDS CAN BE:SPF. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT'NON-BEARING-WOOD DRAWINGS FOR S DEPRESSIONS, AND OTHER. DETAILS NOT SHOWN ARCHITECTURAL D , TE ARE TO BE 3/4. ALL EXPOSED EDGES OF CONCRETE B .BLOCKING ALL WOOD FOR BEAMS BEARING WALLS SOLE PLATES TOP BRACING, LEDGERS, , O N STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDAROS.FBC-R 2020, 7th EDITION APPLICABLE CRIPPLERS SILLS, ETC.., SHALL SOUTHERN PINE NO. 2 OR BETTER. = PSI AND A MODULUS OF CI 318-14, BUILDING CODE'. REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE. UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON R NC BE ELASTICITY 1 PSI ALL W CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL F R STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF LED WITH ADHESIVE TAPE. . SEAMS LAPPED 6 INCHES AND SEA DRAWINGS E - S A E TREAT OR NON-STRUCTURAL USE PRESSURE TREATED PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD F TREATED. OLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENTI DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY HALL. BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION. LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EXCEPT WHERE A DIFFERENT EDITION;"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN. ^W OF HEARTWOOD. ILL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE RAWINGS. FOLLOW WRIT -FEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. O THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART .WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRL CTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER F THE WORK.. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRU TURAL.DEPENDING SYP#2. ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. HE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING', - - UNTREATED NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND -' `" LWOOD CAIONSSHALL AT BEARING LOCATIONS WITH WOODEN TOP PLATES r cl EQUENCES"TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: OUT URING. ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE: MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND: BE PLACED IN ACCOR ANCE WITH THE WOOD TRUSSES' EMPORARY BRACING, GUYS OR TIE -DOWNS. ACI TYPICAL DETAILS.. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR HE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM.REQUIREDFOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY:. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED. AND EQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. O NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR. SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL. BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL O WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SH LL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A4461A446M, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY. DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACEIE IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS DESIGN LOADS. DESIGN; FABRICATE AND ERECT WOOD .TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR' SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATI N. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" .�.. ANDVERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S .COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE. LOAD 40 psf REVIEW. WOOD TRUSSES. 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" '.. 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36"x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM RE AR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS: AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITHANSI/ASCE 7 88: 1990. 15 psf TOP CHORD 20 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FO (10 w/ No GYPCRETE) TING, 'S HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERINSTRUCTIONS (7 psf wl ASPHALT SHINGLES) psf CHORD 5 BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH 10 psf BTM psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS. THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT N UPLIFT: 10 sf T RESIST WIND DEAD LOAD 0 p WALL TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL ' BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORN IRS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FORBEARING IND DEAD LOAD SPEED=160 MPH 3- SECOND GUST - INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER P SSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL (ASCE 7-16 (FBCR2020) EXPOSURE C, RISK CATEGORY 11) - LAYOUT, SPANS & ALL TRUSSI HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT IVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE:.10psf, UNINHABITABLE ATTIC WITH LIMITED : L TO. ACCOMMODATE THE INSTALLATION O DO NOT CUT OR DISPLACE REINFORCING STEED EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE sf, TORAGE' 20 S SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) P HABITABLE ATTICS AND ATTICWITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL ND DECKS. 40psf, GUARDS AND HANDRAILS: 200psf, GUARD fN-FILL COMPONENTS: 50 psf;PASSENGER PROVIDE ENGINEERED SHOP. DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION EHICLE GARAGES' 50psf, ROOMS OTHER THAN SLEEPING ROOM: ADpsf, SLEEPING ROOMS30psf STAIRS: MASONRY: PLAN SHOWING OLIT..SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA Op sf LICENSED PROFESSIONAL ENGINEER.I ' MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR HOP DRAWING REVIEW. MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE HOPDRAWINGS WILL BE. REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), S PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE. PREDICATED ON THE TRUSS AND GIRDER REACTIONS F THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE.' PROVIDED BY THE TRUSS ENGINEER. •, OMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC: ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK L SUPERCEDE THOSE ION AND LOADS SPECIFIED ON THIS PLAN SHALL THE TRUSS TO STRUCTURE CONNECTIONS DS SPECIE E R '' LL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACT ORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE. WITH ASTMC-90, GRADE fm = 2000 PSI. BLOCK SHALLBE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR RAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF IF WILL PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL BEAMS BEFORE - ALL TRUSS TO TRUSS CONNECTIONS. COMPLY WITH F REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 2 DAYS UNLESS ITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT.. SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE MAXIMUM 3/8" OCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN COURSE AGGREGATE, AND SHALL BE. PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION RITI G BY THE ARCHITECT. TO CONSOLIDATE GROUT. OUNDATIOW SITE PREPARATION: - TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE TZESSURE OF 2 000 f FOOTING SIZE HEAD LENGTH DIA TENSILE STIR. SHANK ASTM 10d RING SHANK, 21/2" 0.131 RSRS-03 SCREW SHANK 170,000 RING (16-20 RINGS F1667 Sd RING SHANK, 2 3/8" 0.113; PER INCH) RSRS-01 SCREW SHANK 8d RING SHANK RI 2 3/8" 0.113 F1667 PNEUMATIC RSRS-01 SCREW -NAILS - OOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING P Ps , PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270, HORIZONTAL AND VERTIC L MORTAR JOINTS XCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THA EXTEND INTO ODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM: D-1557, TREAT ALL CELLS TO BE FILLED. OIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AN /OR VERTICAL HE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION. EFFORTS, LOCATIONS FAILING TO MEET THE EO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS).,: U.N.O. CONTRACTOR'S EXPENSE, EXPENSE AND AS DIRECTED BY THE ARCHITECT WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: E MADE $Y THE CEO -TECH: ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY VA H THE RAFTER OR TRUSS s SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, ROOF SHEATHING CONCRETE: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL: CONSTRUCTION STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS. AS FOLLOWS: A36/A36M,:Fy =.36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALLBE ASTM Z = A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M., GRADE B .TYPE E OR S, Fy = EXTERIOR SHEATHING — :.2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND BLAB -ON -GRADE 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. USE 1/2"CDX OR 7116" O.SB. PLY WITH 8d RING SHANK GUN NAILS AT 4 0 J 3,000 PSI REGULAR WEIGHT FOR BEAMSCOLUMNS:AND 5" STRUCTURAL TERRACE SLAB, �!i O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.0 TOP & - . ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT EVEUNG. ALL BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C_ AT CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNS ELEMENT. BOLTS INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5° +/- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. PER MANUF SPECS.) SEE DETAIL. BUILDING LENGTH CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI318 AND ASTM C94lC94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL." ROOF SHEATHING LAYOUT ETC, CONCRETE TICKETS. SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN AND ENDWALL BRACING WATER IS ADDED 70 THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON FOR GABLE END FRAMING THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL -. BE THE RESPONSIBILITY OF THE, TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY ROOF SHEATHING ATTACHEMENT SPACING NOTE GABLES -DROP GABLE END & L DROPPED NON COMPLIANCE WITH THE ABOVE. ZONE 1: 10d NAILS 4" O.C. ON EDGE AND 6" O.C. IN FIELD #2S-DROP RAFTER TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ REQUIRED CONCRETE COVERAGE OVER REBAR SHALL SEAS FOLLOWS: ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER END. ATTACH ROOF SHEATHING TO RAFTERS 2/ 1-112 FOR #5 AND SMALLER Reviewed for Code BLOCKING PER NAILING SCHEDULE 2 FOR 96 AND LARGER` Compliance Universal Engineering C FOR CONCRETE NOT EXPOSED TO WEATHER Sciences 3/4" FOR SLABS WALLS AND JOISTS 8d RING SHANK GUN NAILS @ 4" O.C. BOTTOM EDGE U) J ¢N J z z� Lu YU Q CJ x0 rn (7 I z a z z ( \ 0 Y LU z¢ 7 . = z z O @• TYP FXT RHFATHING ATTACHMENT zW zO 0 0 �LU Y@ z = U 0 z z O ME rn ULI Ofo r0 LU U) U rj O 0 N CO 1CATLLAIR 6"-8" O.C. MAX #8 2" DECK SCREWS @ @ EQGES & 12" O.C. MAX INFIELD. UNTFJREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING fYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 1-112' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION. SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS Q PT iMASONRYRCONCO ENED CASE HARDIL NONGCOIL DOOR BUCK IDIA ol TAPFAOSTENERNRV 8" O/C 112"ISMS ED., 4" END DIST 1 8 OTCGARAGE TO MASONRY CONC NO/WASHER EDGE DIST. SGD AL EXT. DOORS CASE HARDENED COIL 9 'O/C r 1MNDOW.DOOR/ FASTENED GARAGE DOOR BUCK 12" DIA. W/ EXPANSION.BOLT 24" O/C 4" EMBED., 4" END DIST., I PT: SEE NOTES: NAIL VZ'LONG. STAGGERED INTO MASONRYICONC TO MASONRY/CONC WASHER 3" EDGE DIST.. CONTACT THIS ENGINEER FOR SPACING - ' WINDOW BUCK CASE HARDENED COIL 9°o/C WINDOW/DOOR/FASTENED METAL STRAP TO 1x PT, SEE NOTE NAIL 11/2"LONG. STAGGERED INTO MASONRY/GONG MASONRYlCONC. REQUIREMENTS EXT. SWING DOOR (2J 3/18"DIA "TAPCON" 1 1!2" EMBED, 8" END. NON BEARING WOOD 112° ' EXPANSION 24" Ole 4" EMBED. 4" END BUCK 2x PT, SEE NOTES NO WASHER FASTNER 18" O/C DIST, 1 iR EDGE nIST. SAT WALL TO LONG SLAB W! WASHER BOLT DIST, WEDGE DIST. 2x PT WINDOW BUCK 0138° RAF x 2118" 9" O/C - 4" END DIST.. PTTO STEEL COL. SEE Wf WASHER STAGGERED EDGE UIST NOTES NOW59 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE ASPER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE:HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPEC FIED HEREIN - IT 5, FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT F THE NOA OR THE SPACING DETAILED ABOVE O 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WI 6. BE WITH A WOOD DOOR. FRAME. 1x MEMBERS ARE NAILED AND DOW FRAME EXCEPT FOR AN EXTERIOR SWING DOORWITH MEMBERS ARE SECURED WI TALL OR PAF THE SUBSTRATE. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH 3121-802-3591 www.abdesigngroup.com AA #: 0003325 1JJ1i 11i1L10 1' n AllVl-711 GV 1 • s� »;i h M OF FLORIDA I'I C�I 1p ra rlB222011 t1 N MICHAEL C. ANDERSON AR NO 17305 =: "PRINT 21 ] 7 DATE; 02 / / SCALE: 1 /4"= f— 0" SHEET S .IL V i